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dc.contributor.authorGolik, V. I.en
dc.contributor.authorEfremenkov, Andrey Borisovichen
dc.date.accessioned2017-10-13T17:03:39Z-
dc.date.available2017-10-13T17:03:39Z-
dc.date.issued2017-
dc.identifier.citationGolik V. I. Control of Rock Mechanics in Underground Ore Mining / V. I. Golik, А. В. Efremenkov // IOP Conference Series: Materials Science and Engineering. — 2017. — Vol. 221 : Innovative Technologies in Engineering : VIII International Scientific Practical Conference, 18–20 May 2017, Yurga, Russian Federation : [proceedings]. — [012013, 12 p.].en
dc.identifier.urihttp://earchive.tpu.ru/handle/11683/43232-
dc.description.abstractPerformance indicators in underground mining of thick iron fields can be insufficient since geo-mechanic specifics of ore-hosting fields might be considered inadequately, as a consequence, critical deformations and even earth's surface destruction are possible, lowering the indicators of full subsurface use, this way. The reason for it is the available approach to estimating the performance of mining according to ore excavation costs, without assessing losses of valuable components and damage to the environment. The experimental approach to the problem is based on a combination of methods to justify technical capability and performance of mining technology improvement with regard to geomechanical factors. The main idea of decisions to be taken is turning geo-materials into the condition of triaxial compression via developing the support constructions of blocked up structural rock block. The study was carried out according to an integrated approach based on the analysis of concepts, field observations, and simulation with the photo-elastic materials in conditions of North Caucasus deposits. A database containing information on the deposit can be developed with the help of industrial experiments and performance indicators of the field can be also improved using the ability of ore-hosting fields to develop support constructions, keeping the geo-mechanical stability of the system at lower cost, avoiding ore contamination at the processing stage. The proposed model is a specific one because an adjustment coefficient of natural and anthropogenic stresses is used and can be adopted for local conditions. The relation of natural to anthropogenic factors can make more precise the standards of developed, prepared and ready to excavation ore reserves relying on computational methods. It is possible to minimize critical stresses and corresponding deformations due to dividing the ore field into sectors safe from the standpoint of geo-mechanics, and using less cost-demanding ways of keeping rock massif stable.en
dc.language.isoenen
dc.publisherIOP Publishingru
dc.relation.ispartofIOP Conference Series: Materials Science and Engineering. Vol. 221 : Innovative Technologies in Engineering. — Bristol, 2017.ru
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.subjectмеханикаru
dc.subjectгорные породыru
dc.subjectшахтыru
dc.subjectрудные шахтыru
dc.subjectподземная добычаru
dc.subjectэффективностьru
dc.subjectгорные технологииru
dc.subjectместорожденияru
dc.subjectантропогенные факторыru
dc.subjectкритические напряженияru
dc.subjectдеформацииru
dc.subjectрудные поляru
dc.subjectзатратыru
dc.titleControl of Rock Mechanics in Underground Ore Miningen
dc.typeConference Paperen
dc.typeinfo:eu-repo/semantics/publishedVersionen
dc.typeinfo:eu-repo/semantics/conferencePaperen
dcterms.audienceResearchesen
local.departmentНациональный исследовательский Томский политехнический университет (ТПУ)::Юргинский технологический институт (ЮТИ)ru
local.description.firstpage12013-
local.filepathhttp://iopscience.iop.org/article/10.1088/1755-1315/221/1/012013-
local.identifier.bibrecRU\TPU\network\22239-
local.identifier.colkeyRU\TPU\col\15903-
local.identifier.perskeyRU\TPU\pers\32731-
local.localtypeДокладru
local.volume221-
local.conference.nameInnovative Technologies in Engineering-
local.conference.date2017-
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